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HomeMy WebLinkAbout17611 82ND DR NE_BLD20120060_2026 a • RECEIVED >, FEB 0 7 Z012 JRR Engineering, Inc. 18609 76th Ave. W., Suite B C OA Enainne;ina Depl Lynnwood, WA 98037-4149 6 C) (425) 697-5108 Client: Encore Homes, Inc. Pr ject Location: Varies, Plan#2390 (0924...)2-Story 1801 Grove Street, knit B Design calculations are for 85 mph (3-sec.gust)wind exposure B, Marysville, WA 98270 topo raphic factor, Kzt of 1.0 and 25 psf snow load, Do not use or 360 659-1579 Ph. depend upon these calculations for more severe wind exposure 360) 659-3394 Fax or snow loading. Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC& Site Class., D; (Ss): 1.25 Dead Loads: Roof& Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V(mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load (psf): 40 Interior wall load 10 psf floor area) Snow Load psf): 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf(Contractor shall notify En Ilneer if testing indicates bearing capacity Is lower than 2000 psf) Wind Design: Ps='%*IW*Ps30*KZt ((Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height&exposure (Fig. 6-2) Iw= 1 1 JWind Importance Factor(Table 6-1) P,30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor 6.5.7, Fig.64), equal to 1.0 for flat terrain Roof rise in 1Z" : 6 Roofrise in 2 0 Horizontal Pressures (Kzt not yet Included) Horizontal Pressures (Kzt not yet Included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' PB 14.4 2.3 10.4 2.4 0-15' P,= 11.5 -5.9 7.6 -3.5 15'-20' Pe 14.4 2.3 10.4 2.4 15'-20' P,= 11.5 -5.9 7.6 -3.5 20'-25' P,= 14.4 2.3 10.4 2.4 20'-25' PB 11.5 -6.9 7.6 -3.5 25'-30' P,= 14.4 2.3 10.4 2.4 25'-30' P,= 11.5 7.6 -3.5 30'-35' Pm 15.1 2.4 10.9 2.5 30'-35' P,= 12.1 -6.2 8 -3.7 35'-40' Ps 15.7 2.5 11.3 2.6 35'-40' PB 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8 Fa= 1 (Table 11.4-1) Sps= Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4 Sos= 0.833 (Eq. 11.4-3) 1 D= Site Classification(Section 11.4.2) IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2 q R= 6.5 1(Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs= IE*Sos/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7. ' f p = Redundancy Factor[1.0 < p < 1.31 (Sec. 12.3.4.2) Therefore; V ult= 0.128 8p) '�ntJALS", 27IZo 10 Prepared by: JCM 11 �1 ' 10/7-s/wIl Checked by: RKR Project Name: Plan 2390 (0924-1 Project No.: 10-02Y 10112/2010 Page 1 of 'W �l"--- ,4-.,-.3" • JR'R �ii�i.n serf�i�, Inc'. ENGINEERING & PLANNING SERVICES Project Name:--�L 04 f�,,) No.: tf�-B2Y g . a 40j ---- . .. 14 2. d 4 0 ,✓ I Designed_ JGM _ Checked k pate Sheet s-oft_ i �TRR Erigineer�ri , Inc. ENGINEERING & PLANNING SERVICES Project Name: P L4 W smo2 No-_`� —02Y v ' I 13 _ _. :� go cl.t _ i �. °i �;. (� to � ..... . r t: ufl .. LA Vl -LU . Designed Tif M Checked R-14 R• Date Sheet S of 14 JRR .Engin eerjng, Jnc. ENGINEERING & PLANNING SERVICES Project Name: PLA61 IMO No.:_- ( oil �.t6 —off' v lilt U1 ACC U3 fidr4, OL 4'( t 40) t 144 '.3.6` .-i mw� f 10op ; Vop. t .l 14o 3a 94 : 22op _ I biD� ( zip,, 1) + 10 :47 hk) + 1�410 . 1400 xv 1d ( 4q4 x 4) 3 vim,, Designed Z14 NL Checked Mle-& Date fb_1 Sheet`_ of t • �TRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: 1.10 C 4M1-4 No.: to—DI `I' LATWZA-\ 5 M5 1 C- ' ._ p i I�K� RDtTN k .N GY -upp 'K iap 17 4,rp d SD � 1�J5?�N • t+� 1- C:ac FL ru -rp ems, � ,p f • .UD � �•."' it _: . •' . .. _� 247��' _ 1?1p a.. - - L. r 1 � • it — 2675 'LOQ 1 ,�-: .�ems.419 � . .�. ,v�. 3 bo0•� 980�t9.D0��.�.6�5 = �'�70 �" 3��� E 36t?bt14 1 I D 600: Designed Checked P KP. Date rpf I4f10 Sheet__ 5 off-._ JRR Engneerig; Inc. ENGINEERING & PLANNING SERVICES Project Name: L14-pJ �� - !�— No.: . . .. . OYir(�-N�N ir�6 l 5 �0�' . ►T.1�rl..- �o,�r�,•NQT c,R•aT7 . LI N0 U' z d- = GONVMNJIAN,4L P�,tA0 I�IN6_:.C.coP vV., 6. , o 0-1 NDT c .►r• LI►iF. U zS 9 rANvDiA.s;o►c►' . V i v, 7T5 1.4 4 . �`tit1fl ray, 41 lIs LIN� T/� nQl f?N 7,X WD Q.16L 5 D... t►b� = q�Q if 1.T'. w . 2►r 6�L o 1-7 4 SOS ofC . DYTI Nbr,0 IT. OLA6 CbNN, cSq AR Q,f. SPU AIS F .z, to 64,1DP Pr, Designed rcm Checked RI<•R Date Sheet 6 of f4 �TRR -Erigrineer�rig, Inc. ENGINEERING & PLANNING SERVICES Pro}eCt Name: P L1 •� —Loa? No.: V = 0'1Z rr4LIT4 6aojl{ i i COW genIt 14 vs \1w ray , �►��� x-7"�!' BAG; � O�T�NDT`G�i7" . -.. ... : . .V-0= .3j/15 ./MZ+4i .t;3t_z4S. . Z42 ��'kS !LD7 'i1 : 6. w511Jmalm, Na 'co Designed_ Checked jtlG(Z bate Sheet 7 0f� _ JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: f Ll.1q D No.: d M. IUD UPPM M:- va1� �,1�, =� rob �� < - s C:►,+ � = 30' ,� t • , — .i.. Jaen. 1.. ..+ ,. ....•- '6 .y,,,�-•�... .i ••! �� • s a playsA). . , . Zi 45 Designed TC-M, __ Checked—_R��_ Date b fJ 4 b Sheet of14 _ i J"RR R.ngin Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name:.-_ PLAW ',3JD C t�o 1.4 , , , No.: ID-OILY IL - 1'q' � 2 171 (�snva= ayes TL, 61,q f�z$ f 240 , ., . . . . GW KPH gym,. 6' 5�AN ;Upp, lb[)W, #`. Gi,r sk rl n.KjO- 4f L/pr4 ;bpp;T" Ib'*5PAN Del.,Z�R-. L tit;; . . _ ad �` ? _ ��� }z I� ��I is •� ti3` �66 � 1447 V= 'Zq 45 40 9M ! dv4 Designed �1'GIY! Checked__ -_K '-• Date Sheet of ' �TRR .Eng�rleerfng�, Inc. ENGINEERING & PLANNING SERVICES Project Name: P674kO Dal7.4 No.: ID-02`� L.= t 441 SOW x , 8� M Z�" �,, +,� v. 1 a ' i 6' -`u-v 7ZALI v. , ISTi, t slool? t 24(fl1 J Aw laxloc rzl �K► xr 01103". ti L/T76 2.4D "61K 1AM 514 :,K I', 15" 24F444 H-P,*2. L-14"A C; IAPTvfz L L fL-f 1: 00 no Designed_�t 1� _ Checked Dated ! ll. Sheet 0 _of 14 J1�R .ErigineerJiig, Inc. ENGINEERING & PLANNING SERVICES Project Name: p l� l �_q3�JT) ( '24 No.: IV Gam- bcUl- Hog., 4X iD W H 'q 60 41 /0 _- 4'144D <' 4' 0, off� �t�b�uy4U, G �L1U� - '-4 4- 6 67 )(I'd q 2x ID P7_ M&Lk, pro.?( �I3n*/r 015�1) � �p fio��ti�(It�� � bg75 A 0017 5/,lMD 4, 0 75 Designed zG�l Checked Date Sheet It- of14 ' J"RR neerfn�g, Inc. ENGINEERING & PLANNING SERVICES Project Name: ELALA �,-MD(0 ,11) _ No.: i0-OILY (4) 0.4...4a, T. f m,; 67`1 17� P'a' _1b671*611 15) - 1,011.7 4 o(A'(14"A Mil ly 13 G K 49 1D { ;12 EM. -UNr> R.wat t, f Lm,awt .65 RI M4 ;z- 34.7 1p Designed. _, Checked Date Sheet of 14 Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2x6 HF #2 @ 16" o.c. b = 1.5 Fb = 2387 k= 1`0 d = 5.5 E = 1300000 d = 008 S = 7.56 Kee = 003 SL= 25 A = 8.25 Fc*= 1708 DL= 15 0.5fc= 28.8 0.5P fc= 42.1 P — 37 fb = 437 M. 33C15 0.5fb = 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Pc= 609.4 psi >fc OK Ww+ 0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.5WW+S (fc/F'c)^2+fb/(Fb(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M* - Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb =Fb*C D*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS 'Table 3.1.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A (HF, E=1.3x10^6 & DF, E=1.6x10^6) Where(HF#2): Fb =Fb*C D*Cr*C F*C M Fb= 850 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb =Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10) = 1708 psi Designed by: JCM Checked by: RKR Project No.: 10-02Y 10/18/2010 Sheet 1S of J"RR Engi.�rieering, Inc. ENGINEERING & PLANNING SERVICES Pro]eCt Name: P 1 �,L '1�3�A J414 No.: f sot r 4 1 � _�.. �Gr4P�.�• WDI>j P�Rb� _��� 6�11��.C���l1J 55, 4:0"LoTTJ of i f POW, ..,_..............._., �.��1../,'{( .,�_�y• /yy..y+• r �.w�.r..�v.,f-••«w.'^4"n--•.»...;..�.6.«n...i. .c.n v.•..:".:...•«. r,.........•..,. ...a.. .. - f � !��'i Tom_ " � ._. ....... ? ~• -- - i ! : Wm.,mil �I ss.... ... ..v_•....1./ .... .�J.l.f.Y.• .14�et W....�M•nfil+...«..1'.R..•tNM•.....•«u,�.n_ Lrw ZvlYww•I�.Kf•..Nt�.1.•NM.•I••,.r'.• I w.�w....� t,. .r -. .. .. - - •�` 1 - 1 r Designed X4 M Checked PAR Date Sheet of� _ l M Duct testing Calculator (New Construction) 4 4�/Z_ House address or lot # -1.76 �� p� N-E 14(?Liit/�T�,`i 2. Conditioned Floor Area Z.3� Q_ - Duct tester location. �1- Pressure tap location. Ring (if applicable): 0p!, -- f - --- --At Rough-in (Total Leakage) _ Test Method & Test- i Caiculate j Standard` CFM i large( Air Handler Present 56 CFM,5 per 100 sf of CFA - t O(� n'1 Air Handler not Present <_ 4 CFM-,s per 100 sf of CFA Post Construction W Test Method & Test -DICUlated Standard' I CFM , Target Air Handler Present (Total Leakage) 8 CFM,,per 100 sf of CFA i Air Handler Present (Leakage to Exterior) Ob k <- 6 CFM25 per 100 sf of CFA ? 1 Test results must comply with one of the standards opt;one I 2. Test CFM25 must be equal to or less than the calculated target Air Leakage testing Calculator (Blower Door Test) Standard TestedCFM Calculated Test Result FMs0 x 01 , zip ; a4i; - s4.a 0.00030 S LA f ?-3.77 34+140 SIA .6077 Glossary Rough-in: After installation of the complete air dr,tr,but;cw y•;rrr, o.:t L�"Imc, ,.,i):,t o :!o r nw<rn. access to all duct seams and connections for re-evaivalion o! nztg,-;v ,t •-,:. r.t > Post Construction: At or near final mspect,or the name 00 ,o-Iu "t< i,n,:. ,n p:"­,. Total Leakage: Aggregation of the enure ,y;tem, duCt a'akd,;r• Leakage to Exterior: Aggregation of all d,c, yctem: ie:ik,� to to ,•,t CFA: Conditioned floor area CFM2,: Cubic feet per minute of air leakage ,at 25 Of a: CFM5D: Cubic feet per minute of air leakage Cl p:;,:, a' Pascal(pa): unit of pressure sLA: Specific leakage area i � � o n C � C7rD y Sri CD a CHD N O \D ;D Oo H �C N z H cn H It a tTl ~ ~ � o tTj z r) °ze-s o t:d r O It U � n r 0 0 0 - r d N O( � N O 0 CD �-n (ON rl O C:) z CIT) C)F ARLIN N•OLYIVIPIC GTON AVE•-ARLI NGTON,WA 98223 PHONE:(360)403-3421 Address:17611 82ND DR N&ARLINGTON �3111 LOINGPE'IMIT Parcel#:01047900004200 OWNER APPLZ� Pet nuf#:RLp20120060 ENCORE HOMES,INC ENCORE Valuation:$271,000.00 KEITH HOYER KEITH 1FI<Q RES> INC CON'1R�CroR 1801 GROVE STREET,UNIT B 1801 GRQ VE ST REST 1T KE 711 HO 0 ES,INC keith@enco ehom sinc.com kcithQ� ofeE} WA 98270 B I801 GROVE STREET h m esinc.com MARS 7LLE, •UNIT B WA 98270 S UNPUMBINW P ONlI�Z GGTOI LM�tii�NjINCO 'CONTRACTOR Lic I{:ENCORHI914NS Exp:8/10/2013 5917 195TH ST NE 3 KEIT jFr�YE L-S} INC �RACTOR Arlington,WA 98223 1801 GRp R MARYSVI�E T REST,UNIT B Lic#:soundvp0033nf Exp:6/13/2013 Lic#: ENCpRl�jWA j N98270 :8/I0/2013 JOB DESCRIPTION -- , SFR-Magnolia Meadows,Division 1,Phase 2,Lot 42 Mechanical Plumbing PERMIT TYPE: Residential STORIES: 2 PERMIT GROUP. DWELLINGUNITS: 1 CONST TYPE. Single Family Residence New CODE: 2009 IRC OCC GROUp: V-B OCC LOAD: R-3 n/a I AGREE TO COMPLY WITH CITY AND STATE LAWS RE PROVAL - THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATIO OF—ATING CON,ST WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27 N OF THE LABOR CODE RLICI ION AND IN DOING THE THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED By 1 FIE OF THE STATE OF WASHINWORK WORK-- AUTHORIZED BUILDING OFFICIAL GTON RELATING TO IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCT RE OR HIS/HER DEPUTY AND ALL FEES ARE PAID. CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/I CI 10 UNTIL A FINAL INSPECTIONH g constructionAS BEEN MADE AND APPROVAL OR A SALES TAX NOTICE: Sales tax relating to construction and materials in form and coded City of Arlington 43]O1. the City of Arlington must be reported on your sales tax return nature Print Name r D to Released By p� Z to ARCHIVE � APPLICANT E:]AssESSOR ED OTam �11D2O12O0 6 O CONDMONS E ONLY. ANY CONSTRUCTIaION Thy MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION• THIS PERMIT AUTHORIZES ONLY THE WORK(CURBS, SID THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPER PUBLIC DOMAIN(CURBS,c�pEWALKS.DRIVEWAYS,MA • Replace brass fitting on tail piece. • See plans for additional requ►mments. PIImm-RFm paid Balances ijtaC Fee Amount $Q.00 �217-00 �— $217.00 $U.40 1 1 O.OU Description $110.00 $0.00 %2'5()0.38 Date plumbingPemvtFce $2,500.38 $0.00 %A 625.25 Mechanical Permit Fee 2/13/2012 $1,625.25 $0.00 $4.50 2/1312012 (QV: () Building perrrrit Fee(Q .1) $4.50 $0.00 S4,457.13 2113/2012 Building Plan Check Fee(Q TY.1) $4,457.13 2/13/2012 Code Surcharge(Q Total Due: 2/13/2012 State Building CALLf OR INSPF�CI10 NS 4G/pARK.�ICrt IL171["S/FINAL(360)435-0674 BUwDTNC,,/�IGINMR n1tt(360)403-3607 JohSite Aticlress,'ry1e of Inspection being anJ�d1ether you prefer morning or afterno��n. ease lea•,r the folloq%ing infw'matior.: Pernut Numbe>t'+ When calling reque t inspection fi Date prefereed+ contact Name and Phone Hum r, None RESIDENTIAL PERMIT SUBMITTAL City of Arlington • 238 N Olympic Awc. OA�ngtoneWA 9822artmnt Of 3�Phone 360) 40munity �551t• FAX 360( ) 403 341E THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIEZ> B VI TWO (2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Including: (13 Plumbing _ (ED Mechanical Project Address: 1 '' t� ' iV� 0104790000 q 2- Parcel ID#: Lot#: yZ Subdivision: Magnolia Meadows Project Description New Single Family Residence Valuation. Owner: Encore Homes,Inc. Address: 1e01 trove st.unit B City: Marysville Phone Number: (360)659-1579WA State: Zip Code: 98270 Contact Person:Keith rioyor Cell Phone: (425)220-5223 Fax: (360)659.3394 Phone Number: (360)659-1579keith Address: same as owner E-mail: @encorehomesinc.com City: State: Zip Code: Building Area(Sq Ft): 1St Floor: 1331 2nd Floor: 1059 rd Deck: � S floor: Garage/Carport: (o Project Valuation: � Basement: � Contractor: Encore Homes, Inc 1801 Grove St.Unit B Phone Number: (360)659-1579 Address: Marysville Contractor's License Number: ENCORHI914NS City. State: WA Zip Code: 98270 Expiration: 8/19 Plumbing Contractor*Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington Contractor's License Number: SoundVP033NF State: WA Zip Code: 98223 Expiration Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 RECEIVED pplicants Signature Date Keith Hoyer FEB 0 7 2012 Print Applicants Name COA Engineering Dept, FOR STAFF USE ONLY Permit# Acce d Amount Received Receipt# Date Received t 1 - r RESIDENTIAL PERMIT At SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. -Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1st Floor 1331 2na Floor 1059 3ro Floor Basement Deck Garage 429 59 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter D. Pressure in street main, psi.(Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property. ill be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 pplicants Signature Date 8 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 - FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ®Addition/Alteration Project Description: New Single Family Residence Project Address: I-7(o(I l Z t') "I, 1.1 I (3. Parcel ID#: 0104790000 j ? 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip code: 98270 Contact Person: Keith HOyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Po ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 2390 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application �✓ _ Two (2) accurate fully dimensioned plot plans �✓ Two (2) sets of construction drawings �✓ Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18°X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. R FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 r ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 s. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. /acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a.complete submittal. 1. Signature: Date: 9/26/11 Own /Owner's Representative Company: L^�a �� + ,y�� , Phone: (360)659-1579 6 r ' RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: kJ L Project Address: d 7�O ( � �7, !)-' Parcel ID#: Lot#: (A ZI Subdivision: "``^ f I Project Description: Owner: ��C drT- tA0A_ (-S Phone Number: Address: City: State: Zip Code: Contact Person: I ,e Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures below: FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP VENTILATION FANS OTHER _I VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: — I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. L 3f �Z RECEIVEL's "Applicants Signature ate FEB 0 7 2012 Print Applicants)Name COA Engineering Dept, FOR STAFF USE ONLY fW2Q1zzC)6o //_I — Permit# AcceAd By Amount Received Receipt# Date Received 2010 CJY ' RESIDENTIAL MECHANICAL ' PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: ^� L Project Address: ( `� ( � �O Parcel ID#: v (O Y aan p �� Lot#: Subdivision: Project Description: -Y Z Owner: ��c drt- a"~`S ,fin C- Phone Number: Address: City: State: Zip Code: Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures below: ( FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP T VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described propert will b in accordance with the laws,rules and regulation of the State of Washington. kih-L- RECEIVED Applicants Signature bate I FEB 0 7 2012 Print Applicants Name COA Engineering Dept, FOR STAFF USE ONLY tk2ml Xb6b //-I Permit# Acceplbd dy Amount Received Receipt# Date Received 2010 CJY Ycl�G1vi ` BLD20120060 (PT-LIVE) -PermitTrax by Bitco S0 ware PERMIT #: BL D2012006 0 BUILDING PERMIT STATUS: APPLIED OWNER: ENCORE HOMES, INC-HOYER,KEI... BALANCE: $0.0 ADDRESS: 17611 82ND DR NE,ARLINGTON CREATED:2/8/2012 ISSUED: Permit Function... FUNCTIONS: Select SCREENS: Select Screen... SINGLE FAMILY RESIDENCE NEW PRINT ADD NEW SUMMARY REVIEWS LAST (#) REQ?DO••• ASSIGN ml REMOVE_ REVI.. DESCRIPTION JASSIGNE..- DUE DATE 1 Assign Remove _— __�.�...�_ 0 Y N 1002 P-Engineering I LPETER... 2114/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 2/14/2012 lssG''� https://coapermrts.arhngton.local/Perrm:—z itTrax/Module Permits/Permits Permit/Permit_Revi... 2/8/2012 - - �� r . �� = RESIDENTIAL 11 4i'nv SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: !! Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓a a. Single-family dwelling ✓❑ b. Duplex ✓❑ c.Addition ✓[ I d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size _77 3 1 SF x 35% = ZSZz SF 4. Actual Lot Coverage: (SF of all structures) 2.DZG _ ��-7 (lot size) = ZB % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New Single Family Residence FFR 0 7 7no CQA kARiR8eFiAg 9ept. W(U_o11QOzY OFFICIAL USE ONLY PROPERTY ZONED APPROVED -_ DENIED FI DATE INT Site Information: Impervio )Surface: 17611 82nd Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:0 1047900004200 Total: Sq. Ft. Unit Size: 7,207 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 42 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed RECEIVE® 4. Silt Fence as needed 5. Denuded soils to be straw covered. FEB 0 7 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel C®A Engineering DWI 200 2- Setback Notes: `2 Q�2� Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O (true corner closer to road) 82nd Dr. N.E. 0 ft. 12 ft. 20 ft. 40 ft. J � Neighbor to a \ East's Lot Corner 00 0') �� 19'1" CO �� 45 LO 7,9 o� N T 42 71207 SQ. FT. C� ' `ot corner� 112.51 s Mag�oC\a Stamped" ha\je cap 28p61 [_Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 BUILDING PERMIT Address:17611 82ND DR NE,ARLINGTON Permit#•BLD20120060 Parcel#:01047900004200 Valuation:$271.,000.00 OWNER APPLICANT CON7F.ACPOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98279 keith@encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/10/2013 PI UMBINGCONMACTOR W, 11ANICAL rn*WTOR SOUNDVIEW PLUMBING ENCORE HOMES,INC 5917 195TH ST NE 3 KEITH HOYER Arlington,WA 98223 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lie#:soundvp0033nf Exp:6/13/2013 Lie#:ENCORHI914NS Exp:8/10/2013 JOB DESCRIPTION. r " !" SFR-Magnolia Meadows,Division 1,Phase 2,Lot 42 Mechanical Plumbing PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: n/a PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC1 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. )6 nature Print Name D to Released By D to ARCHIVE APPLICANT ASSESSOR OTHER BLD20120060 _COND[TMON& THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION. • Replace brass fitting on tail piece. • See plans for additional requirements. PRO-111 I'FFFS Uatc Descrildim) Fee Amount Paid Balance Due 2/13/2012 Plumbing Permit Fee $217.00 $0.00 $217.00 2/13/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 2/13/2012 Building Permit Fee(QTY. 1) $2,500.38 $0.00 $2,500.38 2/13/2012 Building Plan Check Fee(QTY: 1) $1,625.25 $0.00 $1,625.25 2/13/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,457.13 $0.00 $4,457.13 CALL FOR INSPECTIONS BUJILDING/INGINMUNG/PARIGXTILTTI> /FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please lease the following information: Permit Nundx r,Joh Site Address,Type of luspection being requested,Contact Name and Phone Number,Date Preferecd,and%%iwther.you prefer morning or afternoon. • None ZON20120028 (PT-LIVE) - PermitTrax by Bitco Softwar42-, Page 1 of 1 4a 1 � DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120028 OWNER: ENCORE HOMES, INC- HOYER, KEI... STATUS:APPLIED �- ADDRESS: 17611 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED:2/7/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. + DESCRIPTION ASSIGNE... DUE DATE' LAST (#) jREQ?DO...I ASSIGN I REMOVE 1002 P-Engineering I LPETER... 2/10/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 2/10/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 2/10/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 2/10/2012 0 Y N Assign Remove 1028 P-Water EANDER... 2/10/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 2/10/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 2/10/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 2/10/2012 0 Y N Assign Remove 2014 C-Planning I THALL 2/10/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Review... 2/8/2012 t. s ts` ` ^I KD NJ t8 �, FT art $ TYP PLATE HT. TYP PLATE HT. 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